SOW_Deconstruct_B494.pdf

MAINE AIR NATIONAL GUARD

101st CIVIL ENGINEER SQUADRON (AMC)

106 ASHLEY AVENUE, SUITE 486

BANGOR, MAINE 04401-3051

DECONSTRUCT BUILDING 494

PROJECT NUMBER: FKNN152124

30 April 2016

FOR

UNITED STATES PROPERTY AND FISCAL OFFICES

MAINE NATIONAL GUARD

AUGUSTA, MAINE 04333

GENERAL CONDITIONS

10-1 GOVERNMENT FURNISHED UTILITIES: All reasonable quantities of utilities will be made available to the Contractor without charge; any temporary connection or lines that may be required shall be installed, maintained and removed by the Contract at his own expense and in a manner satisfactory to the authorized government Representative. The removal of such connections or lines shall be accomplished prior to final acceptance of the construction.

10-2 FIRE PROTECTION: The Contractor shall be responsible for conformance with Base Fire Regulations during the period of contract performance.

10-3 SAFETY: The Contractor is responsible to ensure that OSHA standards are being met on the job site and that in particular, United States Air Force (USAF) personnel and equipment are protected at all times. The Contractor shall ensure that visitors on the job site (area) are controlled and kept away from any potential hazardous activities.

10-4 CONTRACTOR DAMAGE: The Contractor shall protect the existing building(s), grounds, vegetation, etc., against any and all damage. Any and all damage to Government property resulting from the Contractor’s operations shall be restored to the property’s original condition, in an approved manner at no cost to the Government. This includes damage resulting from weather.

The Contractor shall take and initiate whatever precautions may be necessary to ensure that buildings are protected at all times during inclement weather. The Contractor will be liable for any and all damage that occurs due to inadequate protections from the elements during the performance period of this Contract.

10-5 SITE INSPECTION: Plan details and dimensions are generally taken from available government drawings and are not always as-builts. The Contractor shall be responsible for visiting the site and thoroughly familiarizing himself/herself with all the details of the work within the Scope of Work and shall verify existing conditions and dimensions from each applicable area.

10-6 SALVAGE: Except as stated otherwise, the contractor is entitled to all salvage rights from all aspects of the project. The contractor may keep all salvaged items except for those salvaged items designated for receipt by the Government.

10-7 CLEAN-UP: The Contractor shall be responsible to remove and dispose of waste material. He shall be responsible to leave the site in a neat and acceptable condition.

10-8 Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

10-9 For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

10-10 AT Level I Training. This standard language is for contractor employees with an area of performance within a Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through ADLS by completing the Force Protection CBT.

DECONSTRUCT BUILDING 494

PROJECT No. FKNN152124

PART 1

GENERAL:

1.1 LOCATION: Building 494 Environmental Office, Maine Air National Guard (ANG), Bangor International Airport, Bangor, Maine 04401

1.2 CONTRACTING OFFICER REPRESENTATIVE (COR): The 101st Civil Engineer Squadron provides the COR and all technical advice or assistance. The following individual is the designated COR for this project: Capt. John Cronin.

1.3 GOVERNMENT FURNISHED MATERIALS: None.

1.4 ENVIRONMENTAL PROTECTION: The Contractor shall be responsible for ensuring that all demolition or construction activities meet or exceed those laws, rules, regulations, ordinances, Air Force Instructions (AFIs), or other standards or policies established by the U.S. Environmental Protection Agency (EPA), the State of Maine Department of Environmental Protection the City of Bangor, the USAF, and the Air National Guard (ANG).

1.5 PERFORMANCE PERIOD: Construction workdays can be the same as the MeANG Workday which is 7:00 AM to 4:00 PM Monday through Friday excluding State and Federal Holidays.

1.6 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK: The Contractor shall be required to commence work under this contract within thirty (30) calendar days after the date the contractor receives notice to proceed, prosecute the work diligently and complete the entire work ready for use no later than sixty (120) calendar days after the notice to proceed.

1.7 SPECIAL PROVISIONS: The Contractor shall accomplish site visits to determine full scope of work and field verify all measurements.

1.8 SUBMITTALS: Provide electronic submittals to the Contracting Officer (KO) for review and approval. The following submittals shall be submitted:

1.8.1 Submittals identified in the attached project specifications.

1.8.2 Project schedule. Including a two week look ahead, updated weekly.

1.8.3 Granular structural fill.

1.8.4 Compaction test results for new granular fill under repaved areas or trenches.

1.8.5 Asphalt pavements mix designs.

1.8.6 Erosion and sediment control plan.

1.8.7 Loam.

1.8.8 Seed mixture.

1.8.9 Once deconstruction is complete, submit a list of items that have been salvaged, recycled and disposed of and documentation (receipts/scale tickets/waybills) showing the quantities.

1.8.10 Documentation, manifest, receipts and waybills for disposal of special or hazardous waste.

1.8.11 End of project salvage/recycling rates.

1.8.12 Material Safety Data Sheet on products used and installed

1.8.13 Other products used and installed that are not specified in statement of work.

1.8.14 Building 494 environmental impact survey report on hazardous waste.

PART 2

PRODUCTS:

2.1 Products need to conform to the following:

2.1.1 All products shall be in accordance with the Buy American Act

2.1.2 Products shall conform to the project specification.

PART 3

EXECUTION:

3 SUMMARY OF WORK

3.1 All work shall be per specification and drawings. The work to be completed on this project consists of (but is not limited to) providing all plant, labor and materials to complete the following major descriptive items.

3.2 The contractor shall use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. Contractor shall divert a minimum of 60 percent by weight of the total project solid waste from the landfill.

3.3 Contractor shall install temporary security / safety fence with an access gate around the perimeter of the entire demolition and staging area as shown on the drawings. The fence shall be a minimum 6ft high chain link fence complying with all OSHA codes. The demolition site shall be secured and access gate locked during off work hours.

3.4 The contractor shall first preform a pre-demolition environment survey of the facility to identify all hazardous or special waste within the facility. The survey shall be performed by a properly licensed consultant. Final report shall be submitted to the Contracting Officer.

3.5 If any hazardous materials are identified by the environmental assessment survey. Contractor shall provide a cost proposal for a contract modification to remove and properly dispose of all special and hazardous waste identified in the environmental survey in accordance with Federal and State regulations.

3.6 Once all the hazardous materials have been removed and a certification that all the removals has been completed. The contracting office will give the contractor a notice to proceed on the deconstruction phase of the project.

3.7 Deconstruct and completely remove building 494 structure, including all components shown on the attached record drawings by the US Army and Air Force NGB dated 7/2/51, including, but not limited to, the built up roofing system, concrete roof planks, mechanical, electrical and plumbing systems and equipment, brick and stucco walls, floor slab and complete foundations.

3.8 Remove the sub-level old garage type inspection pit 28ft x 5ft x 8ft deep that has been abandon in place and filled with sand and topped with a 6 in. concrete slab.

3.9 Remove and dispose of existing crane rail system.

3.10 Contractor shall remove and dispose of all plumbing fixtures, exhaust fans, unit heater, piping, ductwork, electrical fixtures, equipment and wiring.

3.11 Remove asphalt pavement as indicated on the drawings within the limit of construction /pavement cut limit.

3.12 Remove and dispose of the utilities identified to be removed by the demolition site drawings key notes.

3.13 Remove and replace asphalt pavements and structural fill within the trenching limits of the utilities identified to the demolished.

3.14 The Contractor shall expose and cut the sewer or waste drain pipeline at a manhole unless otherwise noted to be removed (see drawing key notes for removals), set a mechanic plug in the pipe and construct a minimum 8-inch thick brick or concrete bulkhead or plug at the cut end of the pipeline.

3.15 The Contractor shall also plug the pipeline opening in the manhole with a brick and mortar or concrete and shall construct a concrete plug in the existing pipe on the outside of the mechanical plug and coat the exterior of the concrete plug with two coats of waterproofing. Existing manhole channels and benches shall be reconstructed as necessary to provide a smooth, safe transition within the manhole.

3.16 Remove the water service from building 494 back to the water main. Disconnect the water services by exposing the corporation stop at the main, turning stop off, disconnecting the service line from the corporation stop, inserting a plug or cap on the exposed end of the corporation stop, and backfill excavation to finished grade.

3.17 Coordinate with Bangor Gas Company to disconnect the gas service line to Building 494 and remove the line back to and disconnect at the service main.

3.18 Remove all building floor trench drain and associated piping inside and outside the building.

3.19 Disconnect and remove the secondary underground concrete encased electrical service from building 494 across Glenn Ave. to Pole #109. Contractor shall be responsible for coordinating a temporary service shut down, disconnect the secondary service at pole #109, remove taps and cut outs from the primary line, remove and disposal of (3) pole mounted transformers, conduit, brackets, cross arms and associated equipment from the pole #109.

3.20 Remove and dispose of the 350 gallon oil –water separator and the associated concrete pad, conduits, piping, and vent piping. This separator is currently abandon in place and is filled with concrete.

3.21 Remove and dispose of the waste oil furnace, and 400 gallon (approx.) waste oil tank, and all associated equipment, including pumps, piping, metal chimneys.

3.22 In the area where the asphalt pavements need to be repaired or replaced due to utility demolition (trench repairs), place and compact (4) inches of bituminous pavement binder course (MDOT 703.09

12.5 mm) in excavated areas, then place and compact two (2) inches of bituminous pavement wearing course (MDOT 703.09 9.5 mm). Finish elevation of pavement shall allow for positive drainage. Compact all pavement to a minimum 92%, per Maine DOT specifications.

3.23 The demolition site or area within the construction limits shall be backfilled and compacted with common fill and a minimum of 4 inches of loam and seed. Grades shall match into the existing pavement grade surrounding the site.

3.24 Restore the demolition site or area within the construction limits to an acceptable lawn / turf grass area as required by specification section 0329200.

3.25 Equipment Relocations & Salvaged Equipment to Remain As Government Property.

3.25.1 The contractor shall disconnect, remove and transport the following government equipment to the Civil Eng. storage facility (on base). These items will be saved or salvaged as government property.

1. Split A/C air conditioning units (4) and associated condensing units.

2. Peerless gas boilers (3) units and associated controls, pumps, valves etc.

3. Electric water heater.

4. Manual transfer switch for generator.

5. Monaco Fire Alarm panel and Antenna.

6. Exterior LED Light fixtures (5) on the perimeter of the building.

7. Security Camera mounted on the exterior wall at the roof elevation.

8. Air Compressor with electrical disconnect.

9. Ceiling mounted fans (2) in the garage bays.

3.26 Equipment Removed by Government and / or Salvaged by Government.

3.26.1 The following items will be disconnected, removed and relocated for salvage by government personnel.

1. Generator pad mounted exterior bldg.

2. No.2 fuel oil tank.

3. Communication server equipment in the comm. room to be remove by 101St Comm.

Flight.

4. Removal core cylinder locks will be removed by the government for salvage.

3.27 General Specifications:

3.27.1 If the pavement cut edge gets undermined, damaged or cracked, re-cut a straight line on that side of the excavation to maintain a uniform edge on the repairs.

3.27.2 Contractor shall coordinate activities throughout the project in a manner that allows emergency access to all existing roadways at all times without delays to emergency vehicle response time.

3.27.3 Daily cleanup and disposal of debris, rubbish and solid wastes generated at the worksite.

3.27.4 Contractor shall submit all MSDS of chemicals (used and installed), and estimated amount to be used during the course of the project to COR for coordination with the base Pharmacy, Bioenvironmental and Environmental for approval, prior to use of the chemical.

3.28 Submission of a Bid by a Contractor is accepted as prima-facie evidence that he/she has examined the specifications and drawings and has satisfied him/herself as to the nature and location of the site of the proposed work and all other matters which can in any way affect the work or the cost thereof under this Contract. Any failure of the Contractor to acquaint himself with all available information, including a physical survey of the site of the proposed work, will not relieve him from successfully performing all the work required to be done for a complete, finished job.

3.29 The above brief outline of principle features of the work in no way limits the responsibility of the Contractor to perform all work and furnish all paint, labor, and materials and equipment required by the Statement of Work, plans and specifications referred to herein.

PART 4

ATTACHMENTS

4.1 Drawings (Site Demolition 4 sheets)

4.2 Section 015000 Temporary Controls

4.3 Section 021200 Disposal Haz. Waste

4.4 Section 024100 Demo. Deconstruction

4.5 Section 312000 Earth Moving

4.6 Section 329200 Turf and Grasses

4.7 Record Drawings 2 July 1951